Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110-Reference-Cited by-同舟云学术

Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110

Published:1999-11 Issue:11 Volume:28 Page:1361-1381
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Balendra Thambirajah,Tan Kiang-Hwee,Kong Sia-Keong

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. British Standards Institution, ‘BS8110: Structural use of concrete. Parts 1, 2 and 3’, 1985.

2. and , ‘Concept of overstrength in seismic design’, Proc. 11th World Conf. on Earthquake Engineering, Paper 639, 1996.

3. Evaluation of Seismic Performance of Reinforced Concrete Frames

4. Ductility and overstrength in seismic design of reinforced concrete structures

5. ‘Explicit incorporation of element and structure overstrength in the design process’, Proc. 11th World Conf. on Earthquake Engineering, Paper 2130, 1996.

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